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i <br /> a� � � <br /> � ►� enqineudng _ <br /> December 16, 1998 <br /> �vtr. David O'Connor <br /> 1415 84'" St SE SP lA <br /> Everett, WA 98208 <br /> Subject: O'Connor Residence, Plan 1328 <br /> CLE Project No. 98663.203 <br /> Dear Mr. O'Connor: <br /> In response to the omission of the holdowns specified on the drawings, we have reviewed the <br /> plans and calculations to accommodate the field conditions and to reduce the number of rcquired <br /> holdowns to a minimum. We have done this by using longer shear walls, strapping a window, <br /> and reassessing the lateral force distribution. Frank Jarnot, P.E.,who was in responsible charge <br /> for this project, is no longer with our company, and therefore could not initial the changes. The <br /> changes were initialed by Tony Sims, P.E., of our office. <br /> Attached please find the revised 3 pages of calculations. <br /> If there are any further questions please call us at(425) 259-6071. <br /> Sincerely, <br /> C!_E F'ngineering, �, P R I SF <br /> � r��of W�aq�� <br /> QRrZ �J� � " ! � C <br /> � <br /> John I. Prisecaru, P.E., S.E., <br /> Structural Engineering Mana r ����� <br /> �t <br /> EXHRES (, ,00 <br /> CLE Engineering, Inc. I <br /> 2911 Bond Street, Suite 201 Offices: <br /> Everett,WA 98201 Boston, New York,PhiWdNphki, I <br /> 425/Z59-6071 • FAX 425/259-1359 San Francisco. Los Mgeles.Seattle. II <br /> jdasa�aol.com Equal Opportuniq Enpbyer S�xeveport and Miami <br />